TM-2012-01b OFFICE OF THE CITY CLERK
CITY HALL
10300 TORRE AVENUE •CUPERTINO, CA 95014-3255
C U P E RT I N O TELEPHONE: (408) 777-3223• FAX: (408) 777-3366
May 17, 2012
Re: Pursuant to CMC 2.08.096, a Petition for Reconsideration of the City Council's decision to
approve a tentative map that allowed the subdivision of 1.14 acre parcel into five lots
ranging in size from 7,040 square feet to 11,096 square feet; and a variance to allow reduced
lot widths for four of the five new lots surrounding the proposed cul-de-sac that do not meet
the minimum lot width requirements
At its May 15, 2012 meeting, the Cupertino City Council 1) adopted Resolution No. 12-052
approving the Petition seeking Council reconsideration of the Bollinger Road Project; and 2)
conducted the reconsideration hearing for the Bollinger Road Project upholding its original
approval.
A petition for reconsideration fee refund will be issued to the appellant in the amount of$267.00.
Please call the Community Development Department at 777-3308 if you have any questions.
The decision by the City Council above described is fcnal effective May 1 S, 2012. The time within
which judicial review must be sought is governed by�1096.6 of t/ie California Code of Civil
Procedure whic/z is 90 days following the above effective date.
Sincerely,
C� �
Grace Schmidt
City Clerk
encl: Resolution No. 12-052
cc: Community Development Lands of Jauch
City Attorney Attn: Irene Tarter, Trustee
926 Portswood Cir
McClellan Development San Jose, CA 95120
Attn: Mike McClellan
1448 Estrada Verda Arthur pong
Alamo, CA 94507 7588 Bollinger Rd.
Cupertino, CA 95014
RESOLUTION NO. 12-052
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CUPERTINO
APPROVING THE PETITION OF ARTHUR DONG SEEKING COUNCIL
RECONSIDERATION OF ITS DECISION TO APPROVE TM-2012-01 & V-2012-01, A
TENTATIVE MAP AND VARIANCE TO FACILITATE SUBDIVISION OF A 1.14 ACRE
PARCEL INTO FIVE LOTS WITH FOUR OF THE FIVE LOTS WITH LOT WIDTHS LESS
THAN THE Rl ZONING STANDARD OF 60 FEET AT THE WESTERN TERMINUS OF
BOLLINGER ROAD
WHEREAS, on April 17, 2012, the Cupertino City Council received a staff report and
recommendation to approve a Tentative Map and Variance Request to facilitate the subdivision
of a 1.14 acre parcel into five lots ranging in size from 7,040 to 11,096 square feet and a
variance request for reduced lot widths for four of the five new lots surrounding the proposed
cul-de-sac that do not meet the minimum lot width requirements at the western terminus of
Bollinger Road, APN 359-22-077;
WHEREAS, Arthur pong requested that the City Council reconsider its decision under the
provisions of Section 2.08.096 of the City's municipal code; and
WHEREAS, the Cupertino City Council held a properly noticed public hearing and at the
conclusion of the hearing, a majority of the Council granted the reconsideration petition, filed
by Arthur pong, at its meeting of May 15, 2012;
WHEREAS, the Cupertino City Council's decision was based on specifically Petition
Reason #2 that claimed the City provided inadequate hearing noticing time as the mailing was
dated April 9, 2012 and a 10 day mailed notice is required by the Cupertino Municipal Code to
surrounding property owners within 300 feet radius of the project and interested parties.
NOW, THEREFORE, IT IS HEREBY RESOLVED AS FOLLOWS:
1. The petitioner's Reconsideration Petition is valid on its face in that it does offer proof of
facts as required by Municipal Code Section 2.08.096.
2. The petitioner's Petition for Reconsideration of the City Council's decision of April 17,
2012 on agenda item 9 is GRANTED, and the Reconsideration Hearing shall be
conducted subsequent to this action on May 15, 2012. The Reconsideration Hearing was
also properly noticed.
CC Resolution No. 12-052
PASSED AND ADOPTED at a regular meeting of the City Council of the City of
Cupertino this 15`�' day of May, 2012, by the following vote:
Vote Members of the GitxCouncil
AYES: Santoro, Mahoney, Chang, Sinks, Wong
NOES: None
ABSENT: None
ABSTAIN: None
ATTEST: APPRQVED:
/s/Grace Schmidt /s/Mark Santoro
Grace Schmidt, City Clerk Mark Santoro, Mayor, City of Cupertino
2
OFFICE OF THE CITY CLERK
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
C U P E RT I N O TELEPHONE: (408) 777-3223 • FAX: (408) 777-3366
April 23, 2012
Re: Subject: Bollinger Road Subdivision and Variance Request for lot widths
Recommended Action: Plaiuling Commission recommended on a 4-0-1 vote to approve the
subdivision and variance request
Description: Applications: TM-2012-01, V-2012-01, EA-2012-01 Applicant: McClellan
Development (Lands of Jauch) Location: Western Terminus of Bollinger Road, APN 359-
22-077 Environmental Determination: Negative Declaration. Descriptions: Tentative Map
to subdivide an approximately 1.14 acre parcel into five parcels ranging from 7,040 to
11,096 square feet and Variance for reduced lot widths for four of the five new lots
surrounding the proposed cul-de-sac that do not meet the minimum lot width requirements
At its April 17, 2012 meeting, the Cupertino City Council took the following action:
� Adopted a negative declaration
� Approved the subdivision and variance request with the following condition: Construction
management plan: the applicant shall prepare a detailed construction management plan to be
approved by the City prior to issuance of any grading or demolition permit for the
subdivision construction. The plan shall address: equipment staging area, designate a
complaint hotline and signage, fencing, and locations of portable restrooms, construction
trailer, and worker parking. The plan shall also memorialize the City's noise standards and
other construction activity regulating conditions specified in the tentative map. The
applicant shall also prepare a construction management plan for City review and approval
prior to the issuance of any building permits for new residences on the subject property.
That plan shall also address construction phasing.
• Directed staff for the new dwelling on lot #5, to avoid a side yard facing garage door and
driveway that faces existing residences, and work with adjacent residents on the designs of
the new homes.
Unless amended above, the Tentative Map conditions are as follows:
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT
DEPT.
1. APPROVED EXHIBITS
Approval is based on Exhibits titled: "TENTATIVE MAP/BOLLINGER ROAD,
CUPERTINO/APN
359-22-77" prepared by Westfall Engineers, Inc. dated March 6, 2012 and consisting of four
sheets labeled 1 through 4, except as may be amended by the conditions contained in this
resolution.
April 23, 2012 Page 2
2. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other eYactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of
such fees, and a description of the dedications, reservations, and other exactions. You are
hereby further notified that the 90-day approval period in which you may protest these fees,
dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a),
has begun. If you fail to file a protest within this 90-day period complying with all of the
requirements of Section 66020, you will be legally barred from later challenging such exactions.
3. DEMOLITION OF STRUCTURES
Prior to recordation of the final map, the applicant shall demolish and remove or remove all
structures on the property. All demolished buildings and site materials shall be recycled to the
maximum extent feasible. The applicant shall provide evidence that materials will be recycled
prior to issuance of demolition permit.
4. TREE PROTECTION
At the final subdivision map stage, the applicant shall provide tree protection fencing
dimensions and details with the grading and improvement plans. A more detailed tree
protection plan prepared by an internationally certified arborist shall be submitted in
conjunction with residential development applications for the affected individual lots.
Protection fencing and tree protection plan details shall be in accordance with the
recommendations of the City Arborist report prepared by Michael L. Bench, Consulting
Arborist, dated January 10, 2012, for this project.
5. DUST CONTROL
The following construction practices shall be implemented during all phases of construction for
the proposed project to prevent visible dust emissions from leaving the site:
a) Water all active construction areas at least twice daily and more often during windy periods
to prevent visible dust froin leaving the site; active areas adjacent to windy periods; active areas
adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic
stabilizers or dust palliatives.
b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain
at least 2 feet of freeboard;
c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all
unpaved access roads, parking areas and staging areas at construction sites.
d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible
soil material is carried onto adjacent public streets.
e) The applicant shall incorporate the City's construction best management practices into the
building permit plan set.
6. DEVELOPMENT ALLOCATION
The applicant shall receive an allocation of 5 units of the residential allocations from the "Other
Residential Neighborhoods."
April 23, 2012 Page 3
7. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. V-2012-01 shall be applicable to this approval.
SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
8. STREET WIDENING
Public street widening and dedications shall be provided in accordance with City Standards and
specifications and as required by the City Engineer.
9. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades
and standards as specified by the City Engineer.
10. STREET LIGHTING INSTALLATION
Street lighting shall be installed and shall be as approved by the City Engineer. Lighting
fixtures shall be positioned so as to preclude glare and other forms of visual interference to
adjoining properties, and shall be no higher than the maximum height permitted by the zone in
which the site is located.
1 l. GRADING
Grading shall be as approved and required by the City Engineer in accordance with Chapter
16.08 of the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required.
Please contact Atmy Corp of Engineers and/or Regional Water Quality Control Board as
appropriate.
12. DRAINAGE
Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and
post-development hydraulic calculations must be provided to indicate whether additional storm
water control measures are to be constructed or renovated. The storm drain system may include,
but is not limited to, subsurface storage of peak stormwater flows (as needed), low impact
development facilities, or other approved means, to reduce the amount of runoff from the site
and to improve storm water quality. The storm drain system shall be designed to detain water
on-site (e.g., via buried pipes or storage structures) as necessary to avoid an increase of one
percent flood water surface elevation of the culvert to the satisfaction of the City Engineer. Any
storni water overflows or surface sheeting should be directed away from neighboring private
properties and to the public right of way as much as reasonably possible. Hydro-modification
measures may be required as directed by the Municipal Regional Pernlit.
13. UNDERGROUND UTILITIES
The developer shall comply with the requirements of the Underground Utilities Ordinance No.
331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate
with affected utility providers for installation of underground utility devices. The developer
shall submit detailed plans showing utility underground provisions. Said plans shall be subject
to prior approval of the affected Utility provider and the City Engineer.
14. IMPROVEMENT AGREEMENT
The project developer shall enter into a development agreement with the City of Cupertino
providing for�ayment of fees, including but not limited to checking and inspection fees, storm
Apri123, 2012 Page 4
drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall
be executed prior to issuance of construction permits
Fees:
a. Checking & Inspection Fees: $ Per current fee schedule ($2,542.00 or 5%)
b. Grading Permit: $ Per current fee schedule ($2,387.00 or 6%)
c. Development Maintenance Deposit: $ 3,000.00
d. Storm Drainage Fee: $ TBD
e. Power Cost: **
£ Map Checking Fees: $ Per current fee schedule ($8,052.00)
g. Park Fees: $ Per current fee schedule ($78,750.00)
h. Street Tree By Developer
** Based on the latest effective PG&E rate schedule approved by the PUC
Bonds:
Faithful Performance Bond: 100% of Off-site and On-site Improvements
Labor& Material Bond: 100% of Off-site and On-site Improvement
On-site Grading Bond: 100% of site improvements.
-The fees described above are imposed based upon the current fee schedule adopted by
the City Council. However, the fees imposed herein may be modified at the time of
recordation of a final map or issuance of a building permit in the event of said change or
changes, the fees changed at that time will reflect the then current fee schedule.
15. TRANSFORMERS
Electrical transformers, telephone vaults and similar above ground equipment enclosures shall
be screened with fencing and landscaping or located underground such that said equipment is
not visible from public street areas. The transformer shall not be located in the front or side
building setback area.
16. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control
Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and
street improvement plans.
17. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the
developer must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses
preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best
Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and
maintenance.
18. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F.
or more of impervious surface (collecti��ely over the entire project site). The developer shall
reserve a minimum of 4% of developable surface area for the placement of low impact
April 23, 2012 Page 5
development measures, for storm water treatment, on the tentative map, unless an alternative
storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer.
The developer must include the use and maintenance of site design, source control and storm
water treatment Best Management Practices (BMPs), which must be designed per approved
numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement
Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of
ongoing operation and maintenance of treatment BMPs are each required.
All storm water management plans are required to obtain certification from a City approved
third party reviewer.
19. EROSION CONTROL PLAN
The developer must provide an approved erosion control plan by a Registered Civil Engineer.
This plan should include all erosion control measures used to retain materials on site. Erosion
control notes shall be stated on the plans.
20. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable
for all grading/erosion control work in conjunction with this project.
21. OPERATIONS & MAINTENANCE AGREEMENT
The developer shall enter into an Operations & Maintenance Agreement with the City prior to
final occupancy. The Agreement shall include the operation and maintenance for non-standard
appurtenances in the public road right-of-way that may include, but is not limited to, sidewalk,
pavers, and street lights.
22. TRAFFIC SIGNS
Traffic control signs shall be placed at locations specified by the City.
23. TRASH ENCLOSURES
The trash enclosure plan must be designed to the satisfaction of the Environmental Programs
Manager. Cleararice by the Public Works Department is needed prior to obtaining a building
permit.
24. REFUSE TRUCK ACCESS
The developer must obtain clearance from the Environmental Programs Manager in regards to
refuse truck access for the proposed development.
25. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the City
Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125.
26. FIRE PROTECTION
Fire sprinlclers shall be installed in any new construction to the approval of the City.
April 23, 2012 Page 6
27. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire
Department prior to issuance of building permits.
28. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department
as needed.
29. SAN JOSE WATER COMPANY CLEARANCE
Provide San Jose Water Company approval before issuance of a building permit.
30. SANITARY DISTRICT
A letter of clearance for the project shall be obtained from the Cupertino Sanitary District prior
to issuance of building permits.
31. UTILITY EASEMENTS
Clearance approvals from the agencies with easements on the property (including PG&E,
PacBell, and California Water Company, and/or equivalent agencies) will be required prior to
issuance of building permits.
Unless amended above, the Variance conditions are as follows:
SECTION III: CONDITIONS ADMiNISTERED BY THE COMMUNITY DEVELOPMENT
DEPT.
1. APPROVED EXHIBITS
Approval is based on Exhibits titled: "TENTATNE MAP/BOLLINGER ROAD,
CUPERTINO/APN 359-22-77" prepared by Westfall Engineers, Inc. dated March 6, 2012 and
consisting of four sheets labeled 1 through 4, except as may be amended by the conditions
contained in this resolution.
2. NOTICE OF FEES DEDICATIONS RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of
such fees, and a description of the dedications, reservations, and other exactions. You are
hereby further notified that the 90-day approval period in which you may protest these fees,
dedications, reservations; and other exactions, pursuant to Government Code Section 66020(a),
has begun. If you fail to file a protest �vithin this 90-day period complying with all of the
requirements of Section 66020, you will be legally barred from later challenging such exactions.
3. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. TM-2012-01 shall be applicable to this
approval.
April 23, 2012 Page 7
Please review the conditions carefully. If you have any questions regarding the conditions of
approval, please contact the Department of Community Development at 408-777-3308 for
clarification. Failure to incorporate conditions into your plan set will result in delays at the
plan checking stage. If development conditions require tree preser-vations, do not clear the
site until required tree protection devices are installed.
Tlre conditions of project approval set fortlt herein may incic�de certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d)(1), tliese cori�[itions constitrrte written izotice of a statemerit of tlie amount of
such fees, �nd a description of tlze dedications, reservations, and other exactions. You are
hereby fitrther notified tltat tlie 90-dny approval period in wliicli you may protest tltese fees,
dedic�tions, and other exactions,purstrant to Government Co�le Section 66020(a), lias begaen. If
you fail to fcle a protest within this 90-day perio�i complying with all of the requirements of
Section 66020,yoce will be legally barred from later c/iallenging such exactions.
A�iy interested person, including tlie app[icant, prior to seeking judicial review of the city
council's clecision in this matter, must first file a petition for reconsideration witli the city clerk
within teit days after t/ie counciPs decision. Any petition so filed me�st comply witlt municipal
ordinance code�2.08.096.
This letter will serve as your final Permit.
Sincerely,
�
Grace Schmidt
Acting City Clerk
cc: Community Development
McClellan Development
Attn: Mike McClellan
1448 Estrada Verda
Alamo, CA 94507
Lands of Jauch
Attn: Irene Tarter, Trustee
926 Portswood Cir
San Jose, CA 95120
TM-2012-01
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino,California 95014
RESOLUTION NO. 6682
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
RECOMMENDING APPROVAL OF A TENTATIVE SUBDIVISION MAP TO SUBDIVIDE 1.14 ACRE
INTO FIVE RESIDENTIAL LOTS RANGING FROM 7,040 TO 11,096 SQUARE FEET AT THE WESTERN
TERMINUS OF BOLLINGER ROAD (APN 359-22-077)
SECTION I: FINDINGS
WHEREAS, the Planning Coinmission of the City of Cupertino received an application for a Tentative
Subdivision Map, as described in Section II of this Resolution; and
WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance
of the City of Cupertino, and the Planning Cominission has held one or more public hearings on this
matter; and
WHEREAS, the applicant has met the burden of proof required to support said application; and has
satisfied the following requirements:
1) That the proposed subdivision map is consistent with the City of Cupertino General Plan.
2) That the design and improvements of the proposed subdivision are consistent with the General Plan.
3) That the site is physically suitable for the type and intensity of development contemplated under the
approved subdivision.
4) That the design of the subdivision or the proposed improvements is not likely to cause substantial
environmental damage nor substantially and unavoidably injure fish and wildlife or their habitat.
5) That the design of the subdivision or the type of improvements associated there with is not likely to
cause serious public health problems.
6) That the design of the subdivision and its associated improvements will not conflict with easements
acquired by the public at large for access through or use of property within the proposed
subdivision.
7) The proposed project is recommended to have a Negative Declaration, that is a finding of no
significant environmental impacts under the California Environmental Quality Act.
NOW,THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this
matter, the application for Tentative Subdivision Map, file no. TM-2012-01, is hereby recommended for
approval, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof;
and
That the sub conclusions upon which the findings and conditions specified in this resolution are based
and contained in the public hearing record concerning Application No. TM-2012-01 as set forth in the
Minutes of the Planning Coininission Meeting of March 27, 2012, and are incorporated by reference as
though fully set forth herein.
SECTION II: PROTECT DESCRIPTION
Application No.: TM-2012-01
Applicant: Mike McClellan (for Lands of Jauch Trust)
Resolution No. 6682 TM -2012-01 March 27,2012
Location: Western Terminus of Bollinger Road (APN 359-22-077)
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on Exhibits titled: "TENTATIVE MAP/BOLLINGER ROAD,CUPERTINO/APN
359-22-77" prepared by Westfall Engineers, Inc. dated March 6, 2012 and consisting of four sheets
labeled 1 through 4, except as may be amended by the conditions contained in this resolution.
2. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such
fees, and a description of the dedications, reservations, and other exactions. You are hereby further
notified that the 90-day approval period in which you may protest these fees, dedications,
reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If
you fail to file a protest within this 90-day period complying with all of the requirements of Section
66020, you will be legally barred from later challenging such exactions.
3. DEMOLITION OF STRUCTURES
Prior to recordation of the final map, the applicant shall demolish and remove or remove all
structures on the property. All demolished buildings and site materials shall be recycled to the
maximum extent feasible. The applicant shall provide evidence that materials will be recycled prior
to issuance of demolition permit.
4. TREE PROTECTION
At the final subdivision map stage, the applicant shall provide tree protection fencing dimensions
and details with the grading and improvement plans. A more detailed tree protection plan
prepared by an internationally certified arborist shall be submitted in conjunction with residential
development applications for the affected individual lots. Protection fencing and tree protection
plan details shall be in accordance with the recommendations of the City Arborist report prepared
by Michael L. Bench, Consulting Arborist, dated January 10, 2012,for this project.
5. DUST CONTROL
The following construction practices shall be implemented during all phases of construction for the
proposed project to prevent visible dust emissions from leaving the site:
a) Water all active construction areas at least twice daily and more often during windy periods to
prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas
adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic
stabilizers or dust palliatives.
b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at
least 2 feet of freeboard;
c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved
access roads, parking areas and staging areas at construction sites.
d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil
material is carried onto adjacent public streets.
e) The applicant shall incorporate the City's construction best management practices into the
building permit plan set.
Resolution No. 6682 TM-2012-01 March 27,2012
6. DEVELOPMENT ALLOCATION
The applicant shall receive an allocation of 5 units of the residential allocations from the "Other
Residential Neighborhoods."
7. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. V-2012-01 shall be applicable to this approval.
SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
8. STREET WIDENING
Public street widening and dedications shall be provided in accordance with City Standards and
specifications and as required by the City Engineer.
9. CURB AND GUTTER IMPROVEMENTS
Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and
standards as specified by the City Engineer.
10. STREET LIGHTING INSTALLATION
Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures
shall be positioned so as to preclude glare and other forms of visual interference to adjoining
properties, and shall be no higher than the maximum height permitted by the zone in which the site
is located.
11. GRADING
Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 of
the Cupertino Municipal Code. 401 Certifications and 404 permits maybe required. Please contact
Army Corp of Engineers and/or Regional Water Quality Control Board as appropriate.
12. DRAINAGE
Drainage shall be provided to the satisfaction of the City Engineer. Hydrology and pre- and post-
development hydraulic calculations must be provided to indicate whether additional storm water
control measures are to be constructed or renovated. The storm drain system may include, but is
not limited to, subsurface storage of peak stormwater flows (as needed), low impact development
facilities, or other approved means, to reduce the amount of runoff from the site and to improve
storm water quality. The storm drain system shall be designed to detain water on-site (e.g., via
buried pipes or storage structures) as necessary to avoid an increase of one percent flood water
surface elevation of the culvert to the satisfaction of the City Engineer. Any storm water overflows
or surface sheeting should be directed away from neighboring private properties and to the public
right of way as much as reasonably possible. Hydro-modification measures may be required as
directed by the Municipal Regional Permit.
13. UNDERGROUND UTILITIES
The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331
and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with
affected utility providers for installation of underground utility devices. The developer shall
submit detailed plans showing utility underground provisions. Said plans shall be subject to prior
approval of the affected Utility provider and the City Engineer.
14. IMPROVEMENT AGREEMENT
The project developer shall enter into a development agreement with the City of Cupertino
providing for payment of fees, including but not limited to checking and inspection fees, storm drain
Resolution No. 6682 TM -2012-01 March 27, 2012
fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed
prior to issuance of construction permits
Fees:
a. Checking & Inspection Fees: $ Per current fee schedule ($2,542.00 or 5%)
b. Grading Permit: $ Per current fee schedule ($2,387.00 or 6%)
c. Development Maintenance Deposit: $3,000.00
d. Storm Drainage Fee: $TBD
e. Power Cost: **
f. Map Checking Fees: $Per current fee schedule ($8,052.00)
g. Park Fees: $ Per current fee schedule ($78,750.00)
h. Street Tree By Developer
** Based on the latest effective PG&E rate schedule approved by the PUC
Bonds:
Faithful Performance Bond: 100% of Off-site and On-site Improvements
Labor & Material Bond: 100% of Off-site and On-site Improvement
On-site Grading Bond: 100% of site improvements.
-The fees described above are imposed based upon the current fee schedule adopted by the
City Council. However, the fees imposed herein may be modified at the time of recordation
of a final map or issuance of a building permit in the event of said change or changes, the fees
changed at that time will reflect the then current fee schedule.
15. TRANSFORMERS
Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be
screened with fencing and landscaping or located underground such that said equipment is not
visible from public street areas. The transformer shall not be located in the front or side building
setback area.
16. BEST MANAGEMENT PRACTICES
Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board,
for construction activity, which disturbs soil. BMP plans shall be included in grading and street
improvement plans.
17. NPDES CONSTRUCTION GENERAL PERMIT
When and where it is required by the State Water Resources Control Board (SWRCB), the developer
must obtain a Notice of Intent (NOI) from the SWRCB, which encompasses preparation of a Storm
Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to
control storm water runoff quality, and BMP inspection and maintenance.
18. C.3 REQUIREMENTS
C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.F. or
more of impervious surface (collectively over the entire project site). The developer shall reserve a
minimum of 4% of developable surface area for the placement of low impact development measures,
for storm water treatment, on the tentative map, unless an alternative storm water treatment plan,
that satisfies C.3 requirements, is approved by the City Engineer.
The developer must include the use and maintenance of site design, source control and storm water
treatment Best Management Practices (BMPs), which must be designed per approved numeric sizing
Resolution No. 6682 TM-2012-01 March 27,2012
criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm
Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and
maintenance of treattnent BMPs are each required.
All storm water management plans are required to obtain certification from a City approved third
party reviewer.
19. EROSION CONTROL PLAN
The developer must provide an approved erosion control plan by a Registered Civil Engineer. This
plan should include all erosion control measures used to retain materials on site. Erosion control
notes shall be stated on the plans.
20. WORK SCHEDULE
Every 6 months, the developer shall submit a work schedule to the City to show the timetable for all
grading/erosion control work in conjunction with this project.
21. OPERATIONS & MAINTENANCE AGREEMENT
The developer shall enter into an Operations & Maintenance Agreement with the City prior to final
occupancy. The Agreement shall include the operation and maintenance for non-standard
appurtenances in the public road right-of-way that may include,but is not limited to, sidewalk,
pavers, and street lights.
22. TRAFFIC SIGNS
Traffic control signs shall be placed at locations specified by the City.
23. TRASH ENCLOSURES
The trash enclosure plan must be designed to the satisfaction of the Environmental Programs
Manager. Clearance by the Public Works Department is needed prior to obtaining a building
permit.
24. REFUSE TRUCK ACCESS
The developer must obtain clearance from the Environmental Programs Manager in regards to
refuse truck access for the proposed development.
25. STREET TREES
Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer
and shall be of a type approved by the City in accordance with Ordinance No. 125.
26. FIRE PROTECTION
Fire sprinklers shall be installed in any new construction to the approval of the City.
27. SANTA CLARA COUNTY FIRE DEPARTMENT
A letter of clearance for the project shall be obtained from the Santa Clara County Fire Department
prior to issuance of building permits.
28. FIRE HYDRANT
Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as
needed.
29. SAN TOSE WATER COMPANY CLEARANCE
Provide San Jose Water Company approval before issuance of a building permit.
LEGEND
EXISTING PROPOSED
� HULDING �
• MONUMENT •
❑ CURH INLET ■
O AREA DRAIN �
� POLE •
Q SANITARY SEWER MANHOLE �
QO STORM DRAIN MANHO�E Q
d FIRE HYDRANT �
� WATER VALVE 9
� STREET LIGHT �
O CLEANOUT ���
�' B�UNDARY �
LOT LINE
----- CENTERLINE -
--------- LIMIT OF EASEMENT -------
,,,,, CURB
"""""' CURB AND GUTTER
" """'' '' EDGE OF PAVEMEN?
CONT�UR
FENCE - -
-----�------ FLOW LINE ----•--••-
-�-�-•-�- SANITARY SEWER -.-.-�-
-�-�-�-�- STORM DRAIN -.-.-n-
.............� ELECTRICAL -�-�-�-�-
...................... GAS -•-■-�-•-
-"-•-•-•-•- WATER -�-•-•-�-
ABBRFVIATIONS
AD AREA DRAIN
BC BEGINNING OF CURVE
BVC BEGWNiNG OF VERTiCAL CURVE
CL CENTERLINE
CO CLGANOUT
CONSTR CONTR�ICT
EC END OF C[JRVE
EX EXISTAIG
EVC END OF VERTICAL CURVE
FH FIRE HYDRAN'C
FL FLOWLINE
G GROUND
GR GRATE
HDP�, HIGH D�.NSI'I'Y POLY�"f'HYLN,N�;
INV INVERT
1P JOINT POLB
MH MANfiOLE
MON MONIJMENT
PL PROPERTY LINE
PVC POLY VINYLCHLORIDE
RCP REINFORCED CONCRETE PIPE
SDI INLET
SD STORM DRAIN
SDE STORM DRAIN EASE.�NT
S SLOPE
SS SAMTARY SEWER
SSE SANITARY SEWER EASEMENT
STA STATION
TC TOP OF CURB
TP TOP OF PAVEMENT
TW TOP OF WALL
VC VERTICAL CURVE
W WATER
WM WATER MET�,R
WV WATER VALVE
REVISION
BD � LINGER SUBDIVISION
FIVE LOT RESIDENTIAL SUBDIVISI�N
APN 359-22-77
DATE� MARCH 6, 2012
SCALE� HOR 1'=20'
VERT,
DESIGNED� HB BY�KAREL CYMBAL, RCE34534
DRAWN� JK DATE�
VICINITY MAP
ND �:CA�E
14583 BIG BASI�V WAY, SARAT❑GA, CA 95070 C 408)867-0244
PROJECT INFORMATION
APPUCANT:
McCLELLAN�E1�ELOPMENT
��arn�w�v�aucE
ALAMO,CA 94568
TEL 925-944-�108
FAX 925-944-9108
�mall mfk�m.medwO�beqlobal.n�t
Ow��ii:
IRENE M. TARTER,SUCCESSOR 1RUSTEE OF 1HE TRUST 1HREE TWO
OF THE JAUCH F/�6AILY TRUST
ENdNEER:
YI�STFALL ENdNEERS,INC.
14583 BIG BASIN WAY
SARATOGA,CA 95070
TEL. 408-887-0244
FAX 406-867-6261
small jtkaOwastf.com
NOTES:
EXISIING ZONING-RESIDENTIAL R-1
PROPOSED ZONING- RESIDENIIAL R-1
EXISTING LAND USE- VACANT
PROPOSED LAND USE-RESIOENTIAL
U11L1T1ES: GAS MID ELECTRIC-P.G. �E
TELEPHONE-ATf
WATER-SAM JOSE WATER COMPANY
SANITMY SEWER- CUPERTINO SANITARY DISIRICT
.. t _
'�`" `� �� � �_.� �
"���,�--�-p�%�:, ;:�. � i
,_
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��
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,,
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< �`;� �
, �•.�- _--��•,-
��� ,
,/. f, ;�
% � � ;
l
� �
. . . _� .. .. . .. ..............
TENTATIVE MAP - TITLE SHEET
BOLLINGER R�AD, CUPERTINO
APN 359-22-77
JOB N0,
2011-130
SHE
1
❑F
4
�,....__._._
i
C -
HUIE >.
TRACT 2335 � �
SIDHABATHUNI I LEE I KNIPE
N 89'S5'23' E .'il 202, 97' �
" " 119.12' ;� � �; .: .,.. . 83 @5 -
i..: .. ... . . ...
. �_
.., � . .; ��: N _� N
�� j_ : .
� r ------ -- -- -----�`r� , ::�- -
. { >� � � ;. ' �.: � : ...�
�;
_ ..� �. •.:\ � ., i (�:
r' '<' ;
,.
:',.'. � � \ I
-:,. •-' • \ ,,1,,:..:;;.
. i\ \��\ / / ; � :�; � �
.._.. .
,.. .: ', ..: � t , ' i ...
0'BRIAN . �� .. -
� 20� I \R�� �� / 9.57�.a4.ft. qr48�! •� ` 1,> .� I ..
� � .. t;�� :::� 8,875 sq.ft.•net y . �' ' \ 1; I .
� i :: .. � ... :� ." � : .
� �% � • � i
� � � / �� . � ''� 8.'484 sq.ft. gross I '�"'
I �\ � �.�: ;.. •: . � -�� 7,040 sq.ft. net
_ ..... ...... ...' �^ I �\ ,� �\ '. ' ; ' 1; .�� � '-,
i � '�� ` .. ' , � �� •�. i t o,�
_._. I �� � �� i �' I :: �
. ; .
;�
�: �
...... .... i\i ' �� :�a.:..,.. \ ,�\�, �: �\ ` � �
� , \ � �,: . {r \ .,'� I ."''...�
'TRACT 5782
��
APPUCANT:
McCLELLAN DEVELOPMENT
1448 ENTRADA VERDE PLACE
ALAMO, CA 94568
TEL 925-944-9108
FAX 925-944-9108
email mikem.mcdevO�sbcglobal.net
OWNER:
IRENE M. TARTER, SUCCESSOR TRUSTEE OF THE TRUST THREE TWO aF THE
JAUCH FAAAILY TRUST
ENGINEER:
SCALE: 1"=20'
1MESTFALL ENGINEERS. INC.
14583 BIG BASIN WAY
SARATOGA, CA 95070
TEL 408-867-0244
FAX 408-867-6261
ema11 jitkaOwestf.com
NOTES:
. + ,..
`,�i : 1 ;`I I � `\ .`�,�`\ }r.; ? �} '.. \ • i EXISTING ZONING - RESIDENIIAL R-1
, � 3 \ ` \ PROPOSED ZONING - RESIDENTIAL R-1
.�. �� '� EXISTING LAND USE - VACANT
;y PROPOSED LAND USE - RESIDENTIAL
�,�;
U T I U T I E S: GAS AN D E L E CTRIC - P.G. dc E.
�' TELEPHONE - ATT
WATER - SAM JOSE WATER COMPANY
. . .. ... SANITARY SEWER - CUPERTiNO SANITARY DISTRICT
����� TOTAL AREA TO BE SUBDIVIDED - 1.14 ACRES
;. -
� � DENSITY - 4.39 D.U. PER GROSS ACRE
; . ". ,.
: - - ' - 5.00 D.U. PER NET ACRE
�� "' " �� �' � SITE IS NOT SUBJECT TO INUNDAl10N
��—��—„_;,_y_�_ � FUTURE HOMES WILL CONFORM TO CITY OF CUPER11N0 R1 ORDINANCE.
�,.:, " �_„_„—�—�—��v ._„____K;:;:.;.. ..
I;:.
� ,BOLL I NGE� `ROAD :'.. �-SD_ �::
� ��'ji , ST SS!+-SS-SS-SS-SS SS-SS-SS--{ � ^�SD�
:il . . . ...�SS�'.!. �� ��-
i — �a;,,�, y� ��Ss ��S
� .. . . .. ...... .'. . .. .. � �/ -- � ��SS�SS D`_SD��SD
_ . . _ ... -.__ . . ... � .: /
'� ' . ,'.' .. ,.. '.:'.- . �'� ��SS� ID
:; . .. �
......;;... .............. . .................. . S
H
/ i
��� . q t� .,.-
" N80 37'17' _� �;:. S �'�� �sD�
�+n :%/ W 162.96' ,:\� ��'ss �..�sn.�_
� , ��i _. :�F;:. �'�'L� I � ..... .. . y . � � ``` �ss.�.:��`SS �p_�_
� '� � i/ • / . , !�I:�� I I \ . .. SS���_ SD—�._SD
' : . \• I I SS���
�...... ...: ... .;.: �,� •.,. , j �
` ... . :. , — ' ,• ''��� // I .
�
.: � — __---___ _ —�..,. _____ �' ^� : 1•.�: . � I
�- �- ;.: � . .�. �z.�� ... l�:-: :
•��'_� ` ..°�... ;-• ,,� ,.�• L 72.25� � .. .. i i 3
• � � � � : /
.
\Q
� �_�.�.._ � T . � ' CT 72
�... :�. .
. .
� 1RA 1
� � _ � ���---- '" � I DONG
• �1 90'0€3'00 E.�' 110 70'.' '� , � < .�• � � ', ..
..,.. .. `! I� �----=c�' .,h.:. , '
�'/9.637/sq.ft. gross �� �. \� �
TRACT 7801 ' �i I : 9.005 sq.ft. n�t �� ��
2 43'
LU ......, :� , ,, i ; . .y� — ... . —
� ��� ����
w� . . i :/ / ��� �o ..
��46 42 .
O �' j % \��\ / �/ ,�pa ..
,C�'�:, . . I . ;/.., � '� ..
. . :. .
..: ti . .: i ; �
..... o � /
°o� � _/ .f� _.
EX I ST I NG EASEMENT T� BE EL I M I NATED S� Z -�- / o -' - �••
. ,...
� • ::.�.:::
UTILITY LINES WILL BE RELOCATED � ! ` -�� ��8•4g��=r-''-, � o `.
-- - - _... ....... - o �
_ _
-; ; � r -__- __ �� . M _ _
� ' '�`—��,f I .'' '.
...... ... I;' •: : i �
� ' � ..$:.�•, �: I
WONG, , , i� ; / �. �/ 4 � � .... _.
, �` � / :/ 8.329 sq.ft. grqss ` �
, � � 7,615 sq.ft. ne# . -. � rn.
�'" - :;,,�,�..,"�--G` i
...--- F �C!� �-' !
I 1�l' ",
:� I .:}.
� ' �
-�') f � >�' lii
OOIr�'�. •,.. 5 , ...
. �0��':I�.:.� <::13,827 sq.ft. qross ....
o�:� 11,096 sq.ft ti�t
� ., i "�" ! 2 , .
:.... .... ... �., ..... --�I ,
,, : �. ::: ,;�
."-, f . W� . ..
� 4 ' : p � ..
.• �
>, "� o I
� /. .
-- i,,�f�,�1' 1 ' �` , I
y, :
1 f _-"" O
. ::
:✓ ;.... ...... . ...� ... 0 1,'�' . ;��
` / .pi;i • .
C L, ' PARCEL A P.M. 809-M-18 .``' j . ;:
:.
JAUCH `z � ' °f
. ,' �, .?. L- -___--- ___- _ .. '
_ :.� . .. . ...
'�� � y" �; ...... • � .. "{'�,
N �
����r � �
BASIS OF BEARINGS • N 90°O�'G�'-'E 92 27'
N80'37'17"W A LINE BETYVEEN TWO MONUMENTS(CHORD OF A CURVE WITH RADIUS OF
500 FEET AND LENGTH OF 163.69 FEET) AS SHOWN ON THE TRACT MAP FOR TRACT • --
5782, RECORDED IN BOOK 377 OF MAPS AT PAGE 43, SANTA CLARA COUNTY RECORDS.
BENCHMARK
BM462 EL. 290.15 BRASS DISK ON TOP OF CURB NEAR CHATCH BASIN AT THE
SOUTHWEST CORNER OF McCLALLAN rROAD AND SOUTH STELLING ROAD.
REVISI�N
DATE� MARCH 6, 2012
SCALE� H�R 1'=20'
VERT
DESIGNED� HB BY�HARRY BABICKA, LS 4953
DRAWN� JK DATE�
WESTFALL ENGINEERS, INC,
14583 BIG BAS:N WAY, SARAT❑GA, CA 95070 C408)867-0244
I
�I
�
v '
U
W
z �
�I
�
I
MON. LINE
1
I 4'P.C�C.SIDEWALK
_.l. ......._
4"A.C.MIN. I
4'CL 2 A.B
6"CL2 A.B.MIN.
1 IrIVnL �C�VI�
RECOAAI�ENDATION BY THE ARBORIST REPORTS 8Y MICHAEL L BENCH DATED
NOVEMBER 29, 2011 AND JANUARY 10, 2012 TO PROTECT TREES ON THE ADJOINING
PROPERTIES (ALONG WESTERLY 80UNDARY OF LOTS 3, 4 AND 5; AND SOUTHERLY
BOUNDARY OF LOT 4) WILL BE COMPLIED NATH.
TENTATIVE MAP
BOLLINGER R�AD, CUPERTINO
APN 359-22-77
JOB N�,
2011-130
SHE
2
�F
4
::::
N 89'S5'23" E '`: 20z 97' .;�
'.. --,�-- 121.9�--�-- . -- -- -- --
::•
81 00
__ ,
.
;, ,._. ;: : :.. ;. .;.
..
; �
— �� — -- �:
; � ... ' : .
� ,; �%------ -- - - -� 1 �- - -- -2 � �
:. � �- �-- : > �.�. �\ -• . . ...i
.; ..._. ; , .
�� . .. . . -� . �:
�•: ; :: '
`" ;' � <. : \�� / / . .. ` <'t.,. \� 4....."`I
I..,..: I�\ : �\ ::� �.i, ^ .� �e..- :, I ��.:;.::•.
I � \\:.� \�.,,� / �� � . I .;�:�
:.
� � \''' � �: .� I
co II .: � - �' .\ � ;..� q .
a� � %\ � . t\ I ;
� � � ,
I°� II �\ � >.,. �Y',•:• \\ I .E' �. •_:
. � ,: �:.:.�.1
, ,, ,� ., ; � :: , .:,
�
, , . , � �o ,
� I �ti. ��w ,�; ,�\ :: \� `1.�� ' I • I
;�� � �i , . / ��\ �+:'.�. ;,��._ .�� � �I �...I
<
� . .• � �/ / ��� :�'�;:. � : \ �
. •.;
;.� .. �� ' � . : �� ..: ' '�' F , �` �o ,. 1
.-� � � :' ---------
: I� :. 3 / �' ..:
'' I ; ;;/ , �,`
�\ .�. J��°� �
: � ��BG `� �� 0 y: .,�UBg I
• Wi II `e9<f,�� \�� i�•/ 3 �NV i
� ,./ / � A .. 243 �
� i . ���,�,�iP�e \ ' '�46.42'
J�.rALL: �w=2�'
INSTALLSTORMTECH SC-310 CHAMBER
GR 283.2
Descriptian
Street(pavemenU concrete)
Driveway(on-site)
Houses
Patios and walkways
Landscaping or open
Total
Area(sq.ft.) Percent
existing proposed existing proposed
0 5480 0 10.99
0 2500 0 5.02
0 10000 0 20.06
0 2000 0 4.01
49850 29870 100 59.92
49850 49850 100 100.00
Note:
Street includes pavement,curb and gutter,sidewalk and driveway up to the right of way line.
On-site driveways,houses,patios and walkways are estimated.
C.3
PROJECT SITE
Numeric sizing calculations per Attachment IV-1
- Numeric sizing
Volume based control per Section A
(For lot ond street improvements)
Drainoge area for the BMP, A=1.14 acres
Irnpervious area for the BMP, 0.458
Watershed impervious ratio, i= 0.458/1.14= 0.40 (40q)
Runoff coefficient Cw= 0.28
Mean annual precipitation at the site = 20 inches
Mean storm event, (P6) site = 0.512x20/13.9= 0.737 inches
o� ..•, � .... : ���80 4 p9 :. . . ... >.. ... ... Regression constant, a = 1.312
- � / `�'SO � ' - -- - -- Detention storage volume, Po = 1.312x0.28x0.737= 0.27 inches
C: , � : .
o ' ' ; '� / � �> :', ;•.• .,." "' � Design volume = 0.27*1.14/12= 0.02565 ocre-feet or 1117 cubic feet
.,: .
. -��;` / ; � � l,�• , -
o� � �, , i � �• Y �' x D � ��� > �••_�_ :> :: Tota design volume for entire developed site must exceed 1117 cubic
I
r� - � '�,. � �-�-
ZI j�'''� _ ' -� _ ! o°' 1���•. ��� � v �� � . � —.—�—� v_v_„_„-;�—�---_::.. ... fee't.
8 '° . 80LL I NGER ROAD }` 9 p p Y
� M , .� � �' � �'�� The stora e to be distibuted ro ortionatel to individual lots as follows:
I ��
� j /^ �``� �`-,_ ,:/ 28a.27; y '�R :,..._$D• ' Lot 1 186 cubic feet (6)
� � :
� ; / � `�'�-.� . �: Sg ""S$ .,ss.�-ss—ss�=ss—ss—ss—ss�ss—ss—ss— .��''-sn� Lot 2 248 CubiC feet �8�
I , EXTEN $SAN. SE ........ . ....................._ ......... .......... .._ ` ` _S SD,��SD_SD�.�
1
� . TC 284.60� 8 _
� �, y "-�-.� Lot 3 248 cub c feet 8
... :,: I`; ' ` I ' SS 0 ,:..;% TO ' . �,' _ __ ��.... SS S 1ss�-ss sn�'sn_ Lot 4 186 CubiC feet �6�
�° ; / ' / .'. � 83� v,. 8 � `.. { � �'� _ ---ss SD� Lot 5 310 cubic feet (10)
..,
�n ;� .: ,� 1, � : .: 2 . N ,c. ?SO. .� .., ... ......_. ... ...... ti N80'37'17"yy __ • ��t�' sn�sn�s�'�' Total 1178 CubiC � �
I� / / 4 .. .. � o+.., ,ys:' , :/ 162.96' ,'\ ss-- •:,' --'-sn feet . 38
I :: .' :.;..;. • I ` � . �'�SS �
� " ' � . �'� � EC' ��' SD��SD
II .' ': ��:: <� : l : .; I �` -_.Ss��_ SD_�SD�_�
r y
� I/ ; / �, , I _ SS�S _sD
� I \ H 5��� _SD�S
. : C �
:�,. , ��- \� (/8 ..� I '�---as_� D��SD�, . .
...
•
- --- - =- ------� �28f ........ u,_! . .
.. �.--� . �. . ss.� � �.
�y�. N 0 Up � z R�42.� @ � ss�
�L 2:35� I -�
. ... -:i��-�.��� -�,. ���+�• O R PAR�KWA PE I/he��9 p . ~ � sr�ss.",�`.. .,.
I
. � . -
N 90"D�'00• `E::... �1.10�70� I �.��\.. ,�,,.� So c,q?83�
�:• � ' '
, ; ,: ,� � � _ �
.,. :. : ,; " :.,
. , � . , .
_ •..::.•� . . :.. �
...
�� .� 1.
p. I _ ''.�51�HWALK I �':,...
• I . .. I
I " � �
� � : , �:.;� I�,,�
: �... �
> .. ... .. ;
;_, `0,; ., .:::: ..,; .; , .�
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�M
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..
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:1.
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:� ol i . . �i o
o �
�", i o
o� .�;
i.:, �
.:-.Q.a-.; .,::}� ,iz .
, ': ... � -
:Z . ; . _ {I • .
,. ---- L,� .., :
i--- --- -- '^�
. � .. � ;:...
, ,: .. �
. �°t�._ � .�. ..,
�
k:.:
������
. � � �•�
.. N 90'00'U�"�`�E 9z, 27, :
BASIS OF BEARINGS
N80'37'17"W A LINE BETWEEN TWO MONUMENTS(CHORD OF A CURVE WITH RADIUS OF
500 FEET AND LENGTH OF 163.69 FEET) AS SHOWN ON THE TRACT MAP FOR TRACT
5782, RECOROED IN BOOK 377 OF MAPS AT PAGE 43. SANTA CLARA COUNTY RECORDS.
BENCHMARK
BM462 EL 290.15 BRASS DISK ON TOP OF CURB NEAR CHATCH BASIN AT THE
SOUTHWEST CORNER OF McCLALLAN rROAD AND 50UTH STELLING ROAD.
REVISION
� �
� �
W IH
� I
� I
I
DATE� MARCH 6, 2012
SCALE� HOR, 1•=20- WESTFALL ENG I NEERS, I NC,
VERT
DESIGNED� HB BY�KAREL CYMBAL RCE 34534 14583 BIG BASIN WAY, SARATpGA, CA 95070 <408)867-0244
DRAWN� JK DATE�
DRAINAGE FROM EACH LOT WILL BE DIRECTED BY EITHER
ORAINAGE SWALE OR PRIVATE STORM DRAIN SYSTEM INTO THE
INFILTRATOR SYSTEM. SITE DRAINAGE DESIGN WILL BE �ONE AS
PART OF THE LOT IMPROVEMENTS.
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BDLLINGER ROAD, CUPERTIN❑
APN 359-22-77
2011-130
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PRELIMINARY SITE DIAGRAM
1'-0" = 40'-0"
NOTE:
1. PRELIMINARY SITE DIAGRAM IS TO REPRESENT
THE CONCEPTUAL 1 ST & 2ND FLOORS OF THE
HOME AND RI
D VEWAY LOCATIONS. ALL
DRIVEWAYS WILL BE INTERLOCKING PAVERS.
THE FINAL HOME DESIGNS WILL BE SUBMITTED
FOR THE 2-STORY RESIDENTIAL PERMIT /
DESIGN REVIEW AND WILL CONFORM TO THE
CITY OF CUPERTINO R-1 ORDINANCE.
2. PROJECT TO PROVIDE 40' X 50' CLEARANCE FOR
FIRE ACCESS WITHIN PUBLIC RIGHT OF WAY.
ALL PARKING WILL BE PROVIDED OUTSIDE OF
THIS AREA.
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ALL SECOND FLOOR SETBACK LINES SHALL BE
5' INSET FROM FIRST FLOOR SETBACK LINES.
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VTBS 11076 � �� MARCH 05, 2012
BOLLINGER HOMES
C U P E R T I N O, C A L I F O R N I A VAN TILBURG, BANVARD & SODERBERGH,n�.�
ARCFIT'1 i:C'1'URF. • Yi.AVNTV C: •URdAN Dr.STGN
www.vrbs.mm